摘要
广州某附属医院临床教学楼基坑为侧壁非封闭式,设计通过优化桁架内支撑结构体系以达到基坑孤立边土压力的转换传递,较好地解决了整个基坑的支护稳定问题,并总结出此类工程的特点以及关键技术条件。
The foundation pits in a affiliated hospital of Guangzhou is unclosed.Through optimizing the disposal of truss support system,the soil pressure from isolated side of foundation pit can realize transferring.It solves the support stabilization of the whole foundation pit well.This paper summarizes the characteristic and pivotal technic condition in the same kind of engineering.
出处
《广东土木与建筑》
2012年第12期25-26,29,共3页
Guangdong Architecture Civil Engineering
